I want to search for...

Permit #2021100937

Permit Details

Status: COED

Parcel Id: 07-11-31-7037-00320-0070
CONDITIONED SPACE: 1941 sqft
GARAGE: 831 sqft
OPENED PORCH (WITH ROOF) : 378 sqft
OPENED PORCH (WITH ROOF) : 80 sqft
Total Square Footage: 3230 sqft
Block: 00320
Subdivision: 2176 - SECTION 37-LAKEVIEW
Job Phone: (386) 445-2222
Location Address: 40 LAMONT LN
Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY
Issue Date: 11/23/2021
NOC: RECORDED
Applicant name: MICHAEL STEPHAN MULLEN
Owner: ASHLEY J REYNOLDS & KENDALL S NIEMINEN

Address

64 BROCKTO LANE

PALM COAST, FL 32137

Lot: 0070
Contracted Stated Job Value: ¤220,000.00
Job Description: SINGLE FAMILY RESIDENCE
Type: CN

Contractor

TOWN & COUNTRY HOMES
Status Location Address State License Number Phone
ACTIVE

1 Enterprise Drive

Bunnell, FL 32110

CGC049972 (Exp: 08/31/2026) (386) 445-2222

Sub Contractors

WILLIAM FRANK DUDLEY JR.
Status Location Address State License Number Phone
ACTIVE

P.O. BOX 978

Bunnell, FL 32110

EC0003177 (Exp: 08/31/2026) (386)437-3068
DENNIS GENE GAINEY
Status Location Address State License Number Phone Fax
INACTIVE

P.O. BOX 1203

Bunnell, FL 32110

CFC046004 (Exp: 08/31/2026) (386) 437-5637 386-437-3012
DANIEL P HUCKS
Status Location Address State License Number Phone Fax
CANCEL

400 N. U.S. 1

Ormond Beach, FL 32174

CAC029376 (Exp: 08/31/2024) 386-672-8494 386-673-7856
DANIEL DAVID RUTKOWSKI III
Status Location Address State License Number Phone Fax
ACTIVE

1687 STATE AVENUE

HOLLY HILL, FL 32117

CCC1328639 (Exp: 08/31/2026) 386-290-7490 386-256-0001

Inspection History

Type Request Date Result Inspector
ROW - STORMWATER FINAL 12/08/2022 FINAL APPROVED EMADISON
Note: ** 12/08/22 CORRECTIONS MADE EVERYTHING LOOKS GOOD AT THE TIME OF THIS INSPECTION 12/5/2022 - PREVIOUS INSPECTION NOTES New inspection due to canceled inspection ** 12/05/22 AFTER SPEAKING WITH THE HOMEOWNER I HAD INFORMED HER THAT THAT GUTTER DRAINS ALL NEEDED TO STOP AT THE TOP OF THE ROW ABOUT 1 FOOT REAR AND POP-UP DRAINS SHOULD BE AS THE DRAINS CAN NOT DIRECTLY DISCHARGE INTO THE SWALE . ** THE LFET SIDE A SHED IS TO BE DELIVERED / BARE AREA WILL HAVE MILLINGS PUT DOWN . ** ANY QUESTIONS CONTACT EDWARD MADISON INSPECTOR (386)-286-2019 12/1/2022 - PREVIOUS INSPECTION NOTES ** 11/30/22 CORRECTIONS NEEDED BEFORE FINAL ROW IS APPROVE ** RIGHT SIDE FRONT 8 INCH DRAIN NEEDS TO BE REMOVED FROM THE ROW RECOMMEND USING A POP-UP DRAIN AT THE TOP OF THE ROW TO PREVENT EROSION TO THE SWALE, RIGHT SIDE PROPERTY LINE IN FRONT NEEDS ALL BARE AREAS OF EARTH SODDED 4 INCH DRAIN IN SWALE RIGHT FRONT NEEDS TO BE REMOVED FROM SWALE. ** LEFT SIDE REAR CORNER BARE EARTH AT HOUSE AND SLAB NEEDS TO BE SODDED ** LEFT SIDE 3 GUTTER DRAINS NEED TO BE REMOVED FROM SWALE TO TO OF ROW RECOMMEND THE USE OF POP-UP DRAINS TO PREVENT EROSION OF SWALE.
ROW - STORMWATER FINAL 12/05/2022 Disapproved -FEE REQUIRED EMADISON
Note: New inspection due to canceled inspection ** 12/05/22 AFTER SPEAKING WITH THE HOMEOWNER I HAD INFORMED HER THAT THAT GUTTER DRAINS ALL NEEDED TO STOP AT THE TOP OF THE ROW ABOUT 1 FOOT REAR AND POP-UP DRAINS SHOULD BE AS THE DRAINS CAN NOT DIRECTLY DISCHARGE INTO THE SWALE . ** THE LFET SIDE A SHED IS TO BE DELIVERED / BARE AREA WILL HAVE MILLINGS PUT DOWN . ** ANY QUESTIONS CONTACT EDWARD MADISON INSPECTOR (386)-286-2019 12/1/2022 - PREVIOUS INSPECTION NOTES ** 11/30/22 CORRECTIONS NEEDED BEFORE FINAL ROW IS APPROVE ** RIGHT SIDE FRONT 8 INCH DRAIN NEEDS TO BE REMOVED FROM THE ROW RECOMMEND USING A POP-UP DRAIN AT THE TOP OF THE ROW TO PREVENT EROSION TO THE SWALE, RIGHT SIDE PROPERTY LINE IN FRONT NEEDS ALL BARE AREAS OF EARTH SODDED 4 INCH DRAIN IN SWALE RIGHT FRONT NEEDS TO BE REMOVED FROM SWALE. ** LEFT SIDE REAR CORNER BARE EARTH AT HOUSE AND SLAB NEEDS TO BE SODDED ** LEFT SIDE 3 GUTTER DRAINS NEED TO BE REMOVED FROM SWALE TO TO OF ROW RECOMMEND THE USE OF POP-UP DRAINS TO PREVENT EROSION OF SWALE.
ROW - STORMWATER FINAL 12/02/2022 CANCELLED BY APPLICANT WEB
Note: 12/1/2022 - PREVIOUS INSPECTION NOTES ** 11/30/22 CORRECTIONS NEEDED BEFORE FINAL ROW IS APPROVE ** RIGHT SIDE FRONT 8 INCH DRAIN NEEDS TO BE REMOVED FROM THE ROW RECOMMEND USING A POP-UP DRAIN AT THE TOP OF THE ROW TO PREVENT EROSION TO THE SWALE, RIGHT SIDE PROPERTY LINE IN FRONT NEEDS ALL BARE AREAS OF EARTH SODDED 4 INCH DRAIN IN SWALE RIGHT FRONT NEEDS TO BE REMOVED FROM SWALE. ** LEFT SIDE REAR CORNER BARE EARTH AT HOUSE AND SLAB NEEDS TO BE SODDED ** LEFT SIDE 3 GUTTER DRAINS NEED TO BE REMOVED FROM SWALE TO TO OF ROW RECOMMEND THE USE OF POP-UP DRAINS TO PREVENT EROSION OF SWALE.
TUB SET 12/02/2022 APPROVED MGIBSON
BLD - BUILDING FINAL 12/02/2022 FINAL APPROVED RMARTIN
Note: 12/1/2022 - PREVIOUS INSPECTION NOTES NO HOT WATER IN HOME
U-CROSS CONNECTION 12/02/2022 APPROVED DHANEY
BLD - BUILDING FINAL 12/01/2022 Disapproved - NO FEE RMARTIN
Note: NO HOT WATER IN HOME
U -UTILITY RESIDENTIAL FINAL 12/01/2022 FINAL APPROVED DHANEY
ROW - STORMWATER FINAL 12/01/2022 Disapproved -FEE REQUIRED EMADISON
Note: ** 11/30/22 CORRECTIONS NEEDED BEFORE FINAL ROW IS APPROVE ** RIGHT SIDE FRONT 8 INCH DRAIN NEEDS TO BE REMOVED FROM THE ROW RECOMMEND USING A POP-UP DRAIN AT THE TOP OF THE ROW TO PREVENT EROSION TO THE SWALE, RIGHT SIDE PROPERTY LINE IN FRONT NEEDS ALL BARE AREAS OF EARTH SODDED 4 INCH DRAIN IN SWALE RIGHT FRONT NEEDS TO BE REMOVED FROM SWALE. ** LEFT SIDE REAR CORNER BARE EARTH AT HOUSE AND SLAB NEEDS TO BE SODDED ** LEFT SIDE 3 GUTTER DRAINS NEED TO BE REMOVED FROM SWALE TO TO OF ROW RECOMMEND THE USE OF POP-UP DRAINS TO PREVENT EROSION OF SWALE.
ROW- FINAL SURVEY/GRADING CERTIFICATION 11/30/2022 APPROVED EMADISON
ROW FIELD SURVEY /GRADING CERTIFICATION 11/30/2022 APPROVED EMADISON
Note: ** 11/30/22 CORRECTIONBS NEEDED BEFORE FINAL ROW IS APPROVE ** RIGHT SIDE FRONT 8 INCH DRAIN NEEDS TO BE REMOVED FROM THE ROW RECOMMEND USING A POP-UP DRAIN AT THE TOP OF THE ROW TO PREVENT EROSION TO THE SWALE, RIGHT SIDE PROPERTY LINE IN FRONT NEEDS ALL BARE AREAS OF EARTH SODDED ** LEFT SIDE REAR CORNER BARE EARTH AT HOUSE AND SLAB NEEDS TO BE SODDED ** LEFT SIDE 3 GUTTER DRAINS NEED TO BE REMOVED FROM SWALE TO TO OF ROW RECOMMEND THE USE OF POP-UP DRAINS TO PREVENT EROSION OF SWALE.
ROW - FINAL APRON (AFTER POUR) 11/30/2022 FINAL APPROVED EMADISON
ROW- PRE-APRON (PRE-POUR) 10/11/2022 APPROVED EMADISON
Note: ** 10/11/22 AT THE TIME OF THE INSPECTION EVERYTHING LOOKS GOOD READY TO POUR 9/23/2022 - PREVIOUS INSPECTION NOTES 9/19/2022 - PREVIOUS INSPECTION NOTES ** 09/19/22 ENTIRE POUR AREA NOT READY FORM BOARDS NOT SET UP. ** TOO MUCH WATER IN APRON AREA PIPE FULL OF WATER/ APRON IS TOO SOFT FOOT SINKS 3-5 INCHES ** SEE ATTACHED PHOTOS 9/14/2022 - PREVIOUS INSPECTION NOTES ** 09/14/22 APRON AREA IS TO SOFT AND WET TO POUR FOOT SINKING 4-6 INCHES INTO MUD CULVERT HAS MATERIAL WASHED OUT AND IN SOME AREAS TOO MUCH MATERIAL NEEDS TO BE BURIED 1/2 WAY UP CULVERT WITH COMPACTION.
ELECTRIC - EARLY POWER 09/26/2022 APPROVED - AS NOTED MKRASKI
Note: Emailed FPL @ 9:45 AM
ELECTRIC - EARLY POWER 09/23/2022 Disapproved -FEE REQUIRED MKRASKI
Note: 9/21/2022 - PREVIOUS INSPECTION NOTES PEP TANK WIRE NEEDS TO BE SAFED OFF 9/23/22 Power not safed off
ROW- PRE-APRON (PRE-POUR) 09/23/2022 Disapproved -FEE REQUIRED RGROSS
Note: 9/19/2022 - PREVIOUS INSPECTION NOTES ** 09/19/22 ENTIRE POUR AREA NOT READY FORM BOARDS NOT SET UP. ** TOO MUCH WATER IN APRON AREA PIPE FULL OF WATER/ APRON IS TOO SOFT FOOT SINKS 3-5 INCHES ** SEE ATTACHED PHOTOS 9/14/2022 - PREVIOUS INSPECTION NOTES ** 09/14/22 APRON AREA IS TO SOFT AND WET TO POUR FOOT SINKING 4-6 INCHES INTO MUD CULVERT HAS MATERIAL WASHED OUT AND IN SOME AREAS TOO MUCH MATERIAL NEEDS TO BE BURIED 1/2 WAY UP CULVERT WITH COMPACTION.
U - SEWER TIE IN 09/21/2022 APPROVED MGIBSON
GRAVITY SEWER TEST 09/21/2022 APPROVED MGIBSON
ELECTRIC - EARLY POWER 09/21/2022 Disapproved - NO FEE RMARTIN
Note: PEP TANK WIRE NEEDS TO BE SAFED OFF
ROW- PRE-APRON (PRE-POUR) 09/19/2022 Disapproved -FEE REQUIRED EMADISON
Note: ** 09/19/22 ENTIRE POUR AREA NOT READY FORM BOARDS NOT SET UP. ** TOO MUCH WATER IN APRON AREA PIPE FULL OF WATER/ APRON IS TOO SOFT FOOT SINKS 3-5 INCHES ** SEE ATTACHED PHOTOS 9/14/2022 - PREVIOUS INSPECTION NOTES ** 09/14/22 APRON AREA IS TO SOFT AND WET TO POUR FOOT SINKING 4-6 INCHES INTO MUD CULVERT HAS MATERIAL WASHED OUT AND IN SOME AREAS TOO MUCH MATERIAL NEEDS TO BE BURIED 1/2 WAY UP CULVERT WITH COMPACTION.
ROW- PRE-APRON (PRE-POUR) 09/14/2022 Disapproved -FEE REQUIRED EMADISON
Note: ** 09/14/22 APRON AREA IS TO SOFT AND WET TO POUR FOOT SINKING 4-6 INCHES INTO MUD CULVERT HAS MATERIAL WASHED OUT AND IN SOME AREAS TOO MUCH MATERIAL NEEDS TO BE BURIED 1/2 WAY UP CULVERT WITH COMPACTION.
PEP TANK INSTALLATION REQUEST 08/31/2022 APPROVED CSTONE
LATH/BRICK/ WATER BARRIER 08/09/2022 APPROVED RMARTIN
INSULATION 07/25/2022 APPROVED FWILLIS
ALL ROUGH 07/08/2022 APPROVED DCUSHING
Note: THIS IS A REINSPECTION 1. Nail plate needed for Spare bathroom vanity sink FBC P2503.5.1 2. Master bath room needs nail plates on water line FBC P2503.5.1 3. Fail 5' head pressure 4. Dryer vent needss to be sealed at all seams 5. Dryer vent needs nail plates FBC M15502.5 6. Master bathroom toliet needs Nail plate FBC 2503.5.1 7. Master bathroom exhaust fans vents need to be seperated or show manufacturer specs that shows it is allowable 8. Need repair engineering for truss T-19 and T-13 on site ALL ITEMS ADDRESSED - ENGINEERING BEFORE INSULATION
ALL ROUGH 07/06/2022 Disapproved - NO FEE MKRASKI
Note: 1. Nail plate needed for Spare bathroom vanity sink FBC P2503.5.1 2. Master bath room needs nail plates on water line FBC P2503.5.1 3. Fail 5' head pressure 4. Dryer vent needss to be sealed at all seams 5. Dryer vent needs nail plates FBC M15502.5 6. Master bathroom toliet needs Nail plate FBC 2503.5.1 7. Master bathroom exhaust fans vents need to be seperated or show manufacturer specs that shows it is allowable 8. Need repair engineering for truss T-19 and T-13 on site
WALL SHEATHING 07/05/2022 APPROVED FWILLIS
ROOF SHEATHING / BRACES/TIES/DOWN CELL 06/30/2022 APPROVED RMARTIN
Note: THIS IS A REINSPECTION THIS IS A REINSPECTION THIS IS A REINSPECTION THIS IS A REINSPECTION THIS IS A REINSPECTION ROOF SHEATHING ONLY. STILL NEEDS BRACES, TIES AND DOWNCELL INSPECTION 5/9/22 - NEED ENGINEER LETTER FOR WOODEN BOXBEAM ON TOP OF BLOCK WORK IN GARAGE. INCLUDES ALL STRAPPING TO TRUSSES AND BLOCK. *NEED TO SEE DETAILS FOR BEARING WALLS, DOOR OPENINGS, HEADER, IN GARAGE. *TRUSS LAYOUT MISSING FROM ENGINEERING AND APPROVED PLANS. 6/16/22 - PAGES 5/6 AND 6/6 ON APPROVED PLANS SHOW SP'S TOP AND BOTTOM ON LOAD BEARING WALLS. ALSO SHOWS WALLS UNDER 8' HAVE 2 JACKS AND ON PAGE 5/6 WALLS UNDER 9' HAVING 2 STUDS. STRAPPING FOR BOX BEAM I COULD NOT FIND. BOX BEAM IS CLOSED, COULD NOT SEE CONNECTIONS, TOP PLATE OR ANCHOR BOLTS IF REQUIRED. INSPECTION NOT COMPLETE. 6/24/22 - DETAIL FOR BOX BEAM APPROVED AND NOTED. NEED BOX BEAM OPEN ON LEFT SIDE OF GARAGE WALL TO VIEW FOR APPROVED DETAILS. 06-27-2022 1. Truss plan not on site. 2. Back 8 x 8 O.H. door revised detail shows straps to CMU. No straps installed.
ROOF SHEATHING / BRACES/TIES/DOWN CELL 06/27/2022 Disapproved -FEE REQUIRED AGAETANO
Note: THIS IS A REINSPECTION THIS IS A REINSPECTION THIS IS A REINSPECTION THIS IS A REINSPECTION ROOF SHEATHING ONLY. STILL NEEDS BRACES, TIES AND DOWNCELL INSPECTION 5/9/22 - NEED ENGINEER LETTER FOR WOODEN BOXBEAM ON TOP OF BLOCK WORK IN GARAGE. INCLUDES ALL STRAPPING TO TRUSSES AND BLOCK. *NEED TO SEE DETAILS FOR BEARING WALLS, DOOR OPENINGS, HEADER, IN GARAGE. *TRUSS LAYOUT MISSING FROM ENGINEERING AND APPROVED PLANS. 6/16/22 - PAGES 5/6 AND 6/6 ON APPROVED PLANS SHOW SP'S TOP AND BOTTOM ON LOAD BEARING WALLS. ALSO SHOWS WALLS UNDER 8' HAVE 2 JACKS AND ON PAGE 5/6 WALLS UNDER 9' HAVING 2 STUDS. STRAPPING FOR BOX BEAM I COULD NOT FIND. BOX BEAM IS CLOSED, COULD NOT SEE CONNECTIONS, TOP PLATE OR ANCHOR BOLTS IF REQUIRED. INSPECTION NOT COMPLETE. 6/24/22 - DETAIL FOR BOX BEAM APPROVED AND NOTED. NEED BOX BEAM OPEN ON LEFT SIDE OF GARAGE WALL TO VIEW FOR APPROVED DETAILS. 06-27-2022 1. Truss plan not on site. 2. Back 8 x 8 O.H. door revised detail shows straps to CMU. No straps installed. Please provide details for O.H. door at gable truss strapping.
ROOF SHEATHING / BRACES/TIES/DOWN CELL 06/24/2022 Disapproved - NO FEE FWILLIS
Note: THIS IS A REINSPECTION THIS IS A REINSPECTION THIS IS A REINSPECTION ROOF SHEATHING ONLY. STILL NEEDS BRACES, TIES AND DOWNCELL INSPECTION 5/9/22 - NEED ENGINEER LETTER FOR WOODEN BOXBEAM ON TOP OF BLOCK WORK IN GARAGE. INCLUDES ALL STRAPPING TO TRUSSES AND BLOCK. *NEED TO SEE DETAILS FOR BEARING WALLS, DOOR OPENINGS, HEADER, IN GARAGE. *TRUSS LAYOUT MISSING FROM ENGINEERING AND APPROVED PLANS. 6/16/22 - PAGES 5/6 AND 6/6 ON APPROVED PLANS SHOW SP'S TOP AND BOTTOM ON LOAD BEARING WALLS. ALSO SHOWS WALLS UNDER 8' HAVE 2 JACKS AND ON PAGE 5/6 WALLS UNDER 9' HAVING 2 STUDS. STRAPPING FOR BOX BEAM I COULD NOT FIND. BOX BEAM IS CLOSED, COULD NOT SEE CONNECTIONS, TOP PLATE OR ANCHOR BOLTS IF REQUIRED. INSPECTION NOT COMPLETE. 6/24/22 - DETAIL FOR BOX BEAM APPROVED AND NOTED. NEED BOX BEAM OPEN ON LEFT SIDE OF GARAGE WALL TO VIEW FOR APPROVED DETAILS.
ELECTRIC-TUG 06/17/2022 APPROVED - AS NOTED JMUNSON
Note: Emailed FPL at 8:53 am
ROOF SHEATHING / BRACES/TIES/DOWN CELL 06/16/2022 Disapproved - NO FEE FWILLIS
Note: THIS IS A REINSPECTION THIS IS A REINSPECTION ROOF SHEATHING ONLY. STILL NEEDS BRACES, TIES AND DOWNCELL INSPECTION 5/9/22 - NEED ENGINEER LETTER FOR WOODEN BOXBEAM ON TOP OF BLOCK WORK IN GARAGE. INCLUDES ALL STRAPPING TO TRUSSES AND BLOCK. *NEED TO SEE DETAILS FOR BEARING WALLS, DOOR OPENINGS, HEADER, IN GARAGE. *TRUSS LAYOUT MISSING FROM ENGINEERING AND APPROVED PLANS. 6/16/22 - PAGES 5/6 AND 6/6 ON APPROVED PLANS SHOW SP'S TOP AND BOTTOM ON LOAD BEARING WALLS. ALSO SHOWS WALLS UNDER 8' HAVE 2 JACKS AND ON PAGE 5/6 WALLS UNDER 9' HAVING 2 STUDS. STRAPPING FOR BOX BEAM I COULD NOT FIND. BOX BEAM IS CLOSED, COULD NOT SEE CONNECTIONS, TOP PLATE OR ANCHOR BOLTS IF REQUIRED. INSPECTION NOT COMPLETE.
ROOF VALLEY & METAL 06/10/2022 APPROVED FWILLIS
ROOF SHEATHING / BRACES/TIES/DOWN CELL 05/09/2022 Disapproved - NO FEE FWILLIS
Note: THIS IS A REINSPECTION ROOF SHEATHING ONLY. STILL NEEDS BRACES, TIES AND DOWNCELL INSPECTION 5/9/22 - NEED ENGINEER LETTER FOR WOODEN BOXBEAM ON TOP OF BLOCK WORK IN GARAGE. INCLUDES ALL STRAPPING TO TRUSSES AND BLOCK. *NEED TO SEE DETAILS FOR BEARING WALLS, DOOR OPENINGS, HEADER, IN GARAGE. *TRUSS LAYOUT MISSING FROM ENGINEERING AND APPROVED PLANS.
ROOF SHEATHING / BRACES/TIES/DOWN CELL 05/03/2022 PARTIALLY APPROVED FWILLIS
Note: ROOF SHEATHING ONLY. STILL NEEDS BRACES, TIES AND DOWNCELL INSPECTION
TIE BEAM / LINTEL 04/06/2022 APPROVED FWILLIS
Note: THIS IS A REINSPECTION REBAR MISSING WHERE MARKED ON THE WALL. D&R DRILL AND EPOXY 4/6/22 - ITEMS CORRECTED
TIE BEAM / LINTEL 04/05/2022 Disapproved -FEE REQUIRED FWILLIS
Note: REBAR MISSING WHERE MARKED ON THE WALL. D&R DRILL AND EPOXY
FOUND SURVEY APPROVED (OFFICE) 03/14/2022 APPROVED TBAKER
MONOLITHIC SLAB 02/22/2022 APPROVED - AS NOTED RMARTIN
Note: builder sent in proof of compaction
MONOLITHIC SLAB 02/16/2022 Disapproved - NO FEE FWILLIS
Note: NEED PROOF OF COMPACTION TEST ON SITE.
PLUMBING 1ST ROUGH UNDERGROUND 02/11/2022 APPROVED MGIBSON
WATER METER INSTALLATION REQUEST 01/31/2022 APPROVED CSTONE

Review History

Department Status Date In Date Out
BLD COMPLETE 07/11/2022 07/11/2022
Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM
BLD COMPLETE 06/10/2022 06/10/2022
Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM
ENGIN1 COMPLETE 03/11/2022 03/14/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON COMPLETE 03/11/2022 03/11/2022
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
ZON COMPLETE 11/18/2021 11/19/2021
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BLD COMPLETE 11/18/2021 11/19/2021
Note: Released By: FRED REODICA - (386)986-4734 - FREODICA@PALMCOASTGOV.COM
ZON HOLD 11/12/2021 11/12/2021
Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM Please indicate the type of oak trees being planted to assure you have at least one shade tree. A scrub oak would be considered an understory tree.
BLD HOLD 11/12/2021 11/12/2021
Note: Held By: FRED REODICA - (386)986-4734 - FREODICA@PALMCOASTGOV.COM Correction: Submited FL 1644-R4 and FL1392 - R4 (Mitek) for Wood Anchors on Structural Components are still incorrect. They are engineered wood/lumber not metal connectors. Please refer to previous note. You can use only one (1) FL No. for each type.
CUSVC COMPLETE 11/04/2021 11/05/2021
Note: Released By: HALEIGH HAND - -
MECH COMPLETE 11/04/2021 11/05/2021
Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM
BLD HOLD 11/04/2021 11/10/2021
Note: Held By: FRED REODICA - (386)986-4734 - FREODICA@PALMCOASTGOV.COM Repeat comments: 1. Okay. 2. Structural component for wood connectors, wood anchors and truss plates are missing on approval listing. Note: New comment - 11-10-21- The FL numbers submited for item 2 above appears to be a lumber or wood. The wood connectors/anchors refer to the metal connectors supporting the wood/lumber normally a Simpson Strong - Tie (manufacturer).
ZON HOLD 11/04/2021 11/05/2021
Note: Held By: CINDY CHIRI-GONCALVES - - CGONCALVES@PALMCOASTGOV.COM Plantings and shrubbery Residential homes shall provide a foundation plantings consisting of 16 shrubs on interior lots. Eight shrubs shall be planted in front of home and four shrubs planted on each side of the home. The corners of the home shall be wrapped with shrubbery or have an understory tree planted there. Corner lots On corner lots (six) shrubs shall be planted on side of home facing a street 8 along the front and on the street side there must be 6 shrubs but that does not include the shrubs covering the mechanical equiptment please add two more shrubs on the street side maybe toward the other end.
SWALE COMPLETE 10/22/2021 12/28/2021
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD HOLD 10/21/2021 10/22/2021
Note: Held By: FRED REODICA - (386)986-4734 - FREODICA@PALMCOASTGOV.COM 1. Sheet 5 of 6: a. Typical Block Wall Section shows tile roof, unvented soffit and foam insulation incorrecly located. Coordinate with Roofing Worksheet. 2. Structural component for wood connectors, wood anchors and truss plates are missing on approval listing.
CUSVC HOLD 10/21/2021 10/22/2021
Note: Held By: HALEIGH HAND - - Please correct the utility application to reflect the parcel number and property address of the new build.
ELEC COMPLETE 10/21/2021 10/22/2021
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1 COMPLETE 10/21/2021 10/22/2021
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
LOCATE COMPLETE 10/21/2021 10/25/2021
Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM
MECH HOLD 10/21/2021 10/22/2021
Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM 1. Plans show R5 on block walls. Energy Calcs say R9. Revise to match. 2. Square footage on heatload does not match the house plans.
SW1 COMPLETE 10/21/2021 10/26/2021
Note: Released By: KALEN RUTH - (386)566-1273 - KKRUTH@PALMCOASTGOV.COM
ZON HOLD 10/21/2021 10/22/2021
Note: Held By: CINDY CHIRI-GONCALVES - - CGONCALVES@PALMCOASTGOV.COM Plantings and shrubbery Residential homes shall provide a foundation plantings consisting of 16 shrubs on interior lots. Eight shrubs shall be planted in front of home and four shrubs planted on each side of the home. The corners of the home shall be wrapped with shrubbery or have an understory tree planted there. Corner lots On corner lots (six) shrubs shall be planted on side of home facing a street Trees One tree for every 2500 square ft. All calculations are rounded to the nearest whole number. This property requires 5.

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)
Description Amount Due Date Paid
PLAN REVIEW - REVISION ¤32.50 12/08/2022
PLAN REVIEW - REVISION ¤32.50 12/08/2022
REINSPECTION RESIDENTIAL ¤40.00 12/08/2022
REINSPECTION RESIDENTIAL ¤40.00 12/08/2022
REINSPECTION RESIDENTIAL ¤40.00 12/08/2022
SW ENG REINSPECTION 20 ¤20.00 12/08/2022
SW ENG REINSPECTION 20 ¤20.00 12/08/2022
SW ENG REINSPECTION 30 ¤30.00 12/08/2022
SW ENG REINSPECTION 30 ¤30.00 12/08/2022
SW ENG REINSPECTION 30 ¤30.00 12/08/2022
SW ENG - REVIEW 20 ¤20.00 11/23/2021
SW ENG RES REVIEW 200 ¤200.00 11/23/2021
3% TRANS IMPACT FEE CREDIT (¤51.54) 11/23/2021
SEWER CREDIT (¤2,326.05) 11/23/2021
SEWER INSPECTION ¤25.00 11/23/2021
SEWER CAPITAL FACILITY ¤4,664.55 11/23/2021
WATER CAPITAL FACILITY FEE ¤3,424.45 11/23/2021
SITE PLAN 30 ¤30.00 11/23/2021
METER - DEPOSIT ¤60.00 11/23/2021
WATER- TURN ON ¤25.00 11/23/2021
ADMINISTRATIVE RESIDENTIAL ¤30.00 11/23/2021
INSPECTION - RESIDENTIAL ¤739.75 11/23/2021
PLAN REVIEW - RESIDENTIAL ¤209.82 11/23/2021
CONNECTION FEES ¤1,017.83 11/23/2021
3% FIRE IMPACT FEE CREDIT (¤11.66) 11/23/2021
IMPACT FEE FIRE ¤388.65 11/23/2021
IMPACT FEE PARKS ¤1,455.13 11/23/2021
IMPACT FEE SCHOOL ¤3,600.00 11/23/2021
IMPACT FEE TRANSPORTATION ¤1,718.00 11/23/2021
WATER -IRRIGATION INSPECTION ¤25.00 11/23/2021
3% PARKS IMPACT FEE CREDIT (¤43.65) 11/23/2021
SURCHARGE FS 533.721 ¤10.35 11/23/2021
SURCHARGE - FS 468.631 ¤15.53 11/23/2021
SW ENG - FOUNDATION SURVEY ¤20.00 11/23/2021
SW ENG INSPECTION 80 ¤80.00 11/23/2021
SW ENG PRE APRON ¤30.00 11/23/2021
Fees Total Due: ¤0.00 Total Paid: ¤15,671.16